HomeMy WebLinkAboutTraffic Impact StudyTraffic Impact Study
Courtesy Auto
December 2, 2016
Page 1 of 15
YOUR QUESTIONS ANSWERED QUICKLY
Why did you perform this study?
This Traffic Impact Study evaluates the potential traffic impacts associated with development of the
Courtesy Auto project on Garner Lane in Butte County, CA.
What does the project consist of?
The proposed project consists of the following:
Four buildings totaling 58,932 square feet for automobile sales
63,235 square foot building for service and collision repair
Automatic car wash and detail shop
12 position fueling station
Convenience store
How much traffic will the project generate?
The proposed project is anticipated to generate up to 255 AM peak hour trips and 314 PM peak hour trips.
Are there any traffic impacts?
With the addition of project traffic, the Hwy 99/Garner Lane intersection is projected to operate at
unacceptable LOS conditions (LOS “F”) under “Existing Plus Project” conditions during the AM and PM
peak hours.
Are any improvements proposed?
The project proposes to improve the lane configurations at both Garner Lane approaches at the Hwy
99/Garner Lane intersection. An additional lane should be constructed at the eastbound approach to
allow for an exclusive left turn lane and a shared thru-right lane. The westbound approach should also be
widened to also allow for an exclusive left turn lane and a shared thru-right lane. The traffic signal phasing
should be changed from permissive left-turns to protected left-turns on the Garner Lane approaches
(east-west directions). Level of service “E” or better will be provided with this improvement and the
impact will therefore be mitigated.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 2 of 15
LIST OF FIGURES
1. Study Area
2. Site Plan
3. Existing Lane Configurations
4. Existing Traffic Volumes
5. Project Trips
6. Existing Plus Project Traffic Volumes
7. Project Proposed Lane Configurations
8. Future Background Lane Configurations
9. 10 Year Horizon Cumulative Background Traffic Volumes
10. 10 Year Horizon Cumulative Plus Project Traffic Volumes
11. CSMP Planned and Project Proposed Lane Configurations
LIST OF APPENDICES
A. Existing Conditions LOS Calculations
B. Trip Generation Calculations
C. Existing Plus Project LOS Calculations
D. Existing Plus Project Mitigated LOS Calculations
E. Project West Side of Garner Lane Trip Generation Calculations
F. 10 Year Horizon Cumulative Background LOS Calculations
G. 10 Year Horizon Cumulative Plus Project LOS Calculations
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 3 of 15
INTRODUCTION
This report presents the findings of a Traffic Impact Study completed to assess the potential traffic impacts
related to the proposed Courtesy Auto project on Garner Lane. The study of anticipated traffic impacts
was undertaken for planning purposes and to assist in determining what traffic controls or mitigation may
be needed to reduce potential impacts. The project site is located on Garner Lane between Highway 99
and Esplanade, in Chico, CA as shown on Figure 1. The proposed project consists of the following:
Four buildings totaling 58,932 square feet for automobile sales
63,235 square foot building for service and collision repair
Automatic car wash and detail shop
12 position fueling station
Convenience store
The project site plan is shown on Figure 2. Six access points are proposed for the development along
Garner Lane. The driveway locations are also shown on Figure 2.
This traffic impact study has been prepared to document existing traffic conditions, quantify traffic
volumes generated by the proposed project, identify potential impacts, document findings, and make
recommendations to mitigate impacts, if any are found.
Study Area and Evaluated Scenarios
The following intersections are included in the analysis based on scoping correspondence with Butte
County Staff:
Garner Lane / Highway 99
Garner Lane / Esplanade
Six (6) project driveways on Garner Lane
The following roadway segment is included in the analysis:
Garner Lane between Highway 99 and Esplanade
The locations of these intersections and the study roadway segment are shown on Figure 1.
This study includes analysis of the both the weekday AM and PM peak hours as these are the periods of
time in which peak traffic is anticipated to occur. The evaluated development scenarios are:
Existing Conditions (no project)
Existing Plus Project Conditions
Existing Plus Project Mitigated Conditions
10 Year Cumulative Background Conditions
10 Year Cumulative Plus Project Conditions
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 4 of 15
Analysis Methodology
Level of service (LOS) is a term commonly used by transportation practitioners to measure and describe
the operational characteristics of intersections, roadway segments, and other facilities. This term equates
seconds of delay per vehicle at intersections to letter grades “A” through “F” with “A” representing
optimum conditions and “F” representing breakdown or over capacity flows.
Signalized and Un-signalized Intersections
The complete methodology is established in the Highway Capacity Manual (HCM), 2010, published by the
Transportation Research Board. Table 1 presents the delay thresholds for each level of service grade at
un-signalized and signalized intersections.
Table 1: Level of Service Definition for Intersections
Level of
Service
Brief Description
Un-signalized
Intersections
(average delay/vehicle
in seconds)
Signalized
Intersections
(average delay/vehicle
in seconds)
A Free flow conditions. < 10 < 10
B Stable conditions with some
affect from other vehicles.
10 to 15 10 to 20
C Stable conditions with
significant affect from other
vehicles.
15 to 25 20 to 35
D High density traffic conditions
still with stable flow.
25 to 35 35 to 55
E At or near capacity flows. 35 to 50 55 to 80
F Over capacity conditions. > 50 > 80
Source: Highway Capacity Manual (2010), Chapters 16 and 17
Level of service calculations were performed for the study intersections using the Vistro 4 software
package with analysis and results reported in accordance with the current HCM 2010 methodology.
Roadway Segments
The criteria for evaluating roadway LOS is outlined in the Butte County General Plan 2030. For the roadway
segment LOS calculations, roadway capacity is determined by facility type, as shown in Table 2, and
roadway volume based on peak hour segment volume. Roadway LOS was determined by comparing the
peak hour bi-directional roadway volumes to the volumes shown in Table 2.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 5 of 15
Table 2: Level of Service Criteria for Roadway Segments
Facility Type Peak Hour LOS Capacity Threshold
A B C D E
Minor 2-lane Hwy 90 200 680 1,410 ≤1,740
Major 2-lane Hwy/Exp 120 290 790 1,600 ≤2,050
4-lane, Multi-lane Hwy/Exp 1,070 1,760 2,530 3,280 ≤3,650
2-lane Major Arterial -- -- 970 1,760 ≤1,870
4-lane Major Arterial, Undivided -- -- 1,750 2,740 ≤2,890
4-lane Major Arterial, Divided -- -- 1,920 3,540 ≤3,740
6-lane Arterial, Divided -- -- 2,710 5,320 ≤5,600
3-lane Arterial, One-way Rd -- -- 1310 2,060 ≤2,170
2-lane Freeway 1,110 2,010 2,880 3,570 ≤4,010
2-lane Freeway + Aux Lane 1,410 2,550 3,640 4,490 ≤5,035
3-lane Freeway 1,700 3,080 4,400 5,410 ≤6,060
3-lane Freeway + Aux Lane 2,010 3,640 5,180 6,350 ≤7,100
4-lane Freeway 2,320 4,200 5,950 7,280 ≤8,140
Major 2-lane Collector -- -- 550 1,180 ≤1,520
* Source: Highway Capacity Manual 2000. Transportation Research Board, Washington, D.C.
*Retrieved from Butte County General Plan 2030. Table CIR-2, pg. 181.
Level of Service Policy
Caltrans and Butte County have established level of service criteria standards and thresholds for the study
area.
As stated in the SR99 North Corridor System Management Plan, “Typical Concept LOS standards in
Caltrans District 3 are LOS “D” in rural areas and LOS “E” in urban areas. However, some heavily
congested route segments now have a Concept LOS “F” because the improvements required to bring
the LOS to “E” are not feasible due to environmental, right of way, financial, and other constraints.”
Therefore, the trigger for traffic mitigation in this analysis is crossing the threshold between LOS “E” and
LOS “F”.
EXISTING CONDITIONS
Transportation Facilities
A brief description of the key roadways in the study area is provided below.
Highway 99 – Hwy 99 is the primary thoroughfare in the City of Chico running in the north-south direction.
It is classified as a “Major Arterial” according to the City of Chico 2030 General Plan and is a Freeway
facility south of Garner Lane. The posted speed limit is 55 mph within the study area.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 6 of 15
Esplanade – This north-south arterial roadway intersects Garner Lane south of the study area. This
segment is classified as a 2-lane “Major Arterial” according to the City of Chico 2030 General Plan. The
posted speed limit is 45 mph within the study area.
Garner Lane – This roadway is classified as a 2-lane “collector” according to the City of Chico 2030 General
Plan. The posted speed limit is 45 mph within the study area.
Alternative Travel Modes
No sidewalks or bicycle lanes are present on any of the roadways in the study area. Additionally,
pedestrians and bicycles are prohibited on Hwy 99 south of Garner Lane since it is a freeway facility. B-
Line Route #16 provides bus service to the project site with stops at the Garner Lane / Hwy 99 and Garner
Lane / Esplanade intersections.
Existing Intersection Traffic Volumes
Existing traffic volumes were determined by conducting new video counts at the study intersections. The
counts were conducted on an average mid-week day in October 2016. The existing lane configurations
and intersection controls are shown in Figure 3 and existing peak hour intersection traffic volumes are
shown in Figure 4, attached.
Existing Intersection Level of Service
Level of service calculations were performed using the existing traffic volumes, lane configurations, and
traffic controls. The results are presented in Table 3 and the calculation sheets are provided in Appendix
A, attached.
As shown in Table 3, the Hwy 99 / Garner Lane intersection currently operates at unacceptable level of
service conditions (LOS “F”) during the AM peak hour.
Table 3: Existing Conditions Intersection Level of Service Summary
Intersection Control Existing AM Existing PM
LOS Delay LOS Delay
Hwy 99 / Garner Ln Signal
Overall F 102.3 B 13.8
Garner Ln / Esplanade Side-Street
STOP
Southbound Approach (Garner Ln) B 10.9 A 9.9
Eastbound Left A 7.6 A 7.5
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 7 of 15
Existing Roadway Level of Service
Roadway Level of Service was calculated by comparing existing peak hour bi-directional roadway segment
volumes to the thresholds shown in Table 2. The Garner Lane roadway segment Level of Service is shown
in Table 4.
As shown in Table 4, the Garner Lane roadway segment is operating at acceptable conditions during the
peak hour.
Table 4: Existing Conditions Roadway Level of Service Summary
Segment Classification Scenario Peak Hour
Volume #Lanes LOS
Garner Lane 2-lane Major Collector Existing 216 2 C
PROJECT GENERATED TRAFFIC
Project Description
The project site is located on Garner Lane between Highway 99 and Esplanade, in Chico, CA. The proposed
project consists of the following:
Four buildings totaling 58,932 square feet for automobile sales
63,235 square foot building for service and collision repair
Automatic car wash and detail shop
12 position fueling station
Convenience store
Trip Generation
Trip generation rates for the proposed project were obtained from the Trip Generation Manual, 9th
Edition, published by the Institute of Transportation Engineers, and from a prior trip generation study
performed specifically for Courtesy Auto in Chico, CA. Table 5 provides the AM Peak Hour and PM Peak
Hour trip generation calculation details for the proposed project. Detailed calculations are shown in
Appendix B, attached.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 8 of 15
Table 5: Trip Generation Estimates
Land Use Size AM Peak PM Peak
Entry Exit Total Entry Exit Total
948 - Automated Car Wash 1 Wash Stall 25 25 50 25 25 50
945 - Gasoline/Service Station With
Convenience Market
12 Vehicle Fueling
Positions 61 61 122 81 81 162
Custom Rates- Courtesy Auto Dealership 50 33 83 45 57 102
Total 136 119 255 151 163 314
As shown in Table 5, the proposed project is estimated to generate 255 AM peak hour trips (136 Inbound
and 119 Outbound) and 314 PM peak hour trips (151 Inbound and 163 Outbound).
Project Access
Six access points are proposed for the development, all located on Garner Lane. The driveway locations
are shown on Figure 2. All access points can be constructed as full access intersections allowing for all
possible movements with side-street STOP control.
Trip Distribution and Assignment
Traffic generated by the project was distributed to the road network based on the location of the project,
major activity centers, regional travel patterns, and roadway connections. The following trip distribution
percentages were used for distributing the project traffic:
75% travelling to/from the south on Hwy 99
15% travelling to/from the north on Hwy 99
5% travelling to/from the north on Garner Lane
5% travelling to/from the south on Esplanade
Project generated trips were assigned to the adjacent roadway system based on the distribution outlined
above. The project trip assignment is shown on Figure 5, attached.
EXISTING PLUS PROJECT CONDITIONS
Traffic Volumes
Existing plus project traffic volumes were developed by adding the project generated trips (Figure 5) to
the existing traffic volumes (Figure 4) and are shown on Figure 6, attached. The “Plus Project” condition
Peak Hour Factors (PHF), lane configurations and travel patterns were assumed to remain the same as
existing conditions.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 9 of 15
Intersection Level of Service Analysis
Table 6 presents the level of service analysis summary for the “Existing Plus Project” scenario assuming
the existing intersection configurations. Detailed calculation sheets are provided in Appendix C, attached.
With the addition of project traffic, the Hwy 99 / Garner Lane intersection remains at LOS “F” in the AM
peak hour and degrades to LOS “F” in the PM peak hour. With the significant increase in average delay
per vehicle in the PM peak hour, improvements will be needed at the Garner Lane / Hwy 99 intersection.
Table 6: Existing Plus Project Intersection Level of Service Summary
Intersection Control Plus Project AM Plus Project PM
LOS Delay LOS Delay
Hwy 99 / Garner Ln Signal
Overall F 115.7 F 87.8
Garner Ln / Esplanade
Side-Street STOP
Southbound Approach (Garner Ln) B 11.1 B 10.0
Eastbound Left A 7.6 A 7.5
Dwy 1 / Garner Ln
Side-Street STOP
Dwy Approach A 9.4 A 9.7
Southbound Left A 7.7 A 7.8
Dwy 2 / Garner Ln
Side-Street STOP
Dwy Approach A 9.3 A 9.7
Southbound Left A 7.6 A 7.7
Dwy 3 / Garner Ln
Side-Street STOP
Dwy Approach A 9.0 A 9.3
Southbound Left A 7.5 A 7.6
Dwy 4 / Garner Ln
Side-Street STOP
Dwy Approach A 9.1 A 9.1
Southbound Left A 7.5 A 7.5
Dwy 5 / Garner Ln
Side-Street STOP
Dwy Approach A 8.9 A 9.0
Southbound Left A 7.5 A 7.5
Dwy 6 / Garner Ln
Side-Street STOP
Dwy Approach A 8.9 A 8.9
Southbound Left A 7.5 A 7.5
Existing Plus Project Roadway Level of Service
Roadway Level of Service was calculated by comparing existing plus project peak hour bi-directional
roadway segment volumes to the thresholds shown in Table 2.
As shown in Table 7, the Garner Lane roadway segment is estimated to operate at acceptable conditions
during the peak hour for existing plus project conditions.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 10 of 15
Table 7: Existing Plus Project Conditions Roadway Level of Service Summary
Segment Classification Scenario Peak Hour
Volume #Lanes LOS
Garner Lane 2-lane Major Collector Plus Project 515 2 C
EXISTING PLUS PROJECT MITIGATED CONDITIONS
Mitigation Measures
The level of service analysis shows that the project traffic does not cause significant impacts requiring
mitigation except at the Hwy 99 / Garner Lane intersection which operates at unacceptable LOS conditions
(LOS “F”) under “Existing Plus Project Conditions”.
The project proposes to improve the lane configurations at both Garner Lane approaches at the Hwy
99/Garner Lane intersection. An additional lane should be constructed at the eastbound approach to
allow for an exclusive left turn lane and a shared thru-right lane. The westbound approach should also be
widened to also allow for an exclusive left turn lane and a shared thru-right lane. The traffic signal phasing
should be changed from permissive left-turns to protected left-turns on the Garner Lane approaches
(east-west directions). Level of service “E” or better will be provided with this improvement and the
impact will therefore be mitigated.
The proposed lane configurations are shown on Figure 7.
Existing Plus Project Mitigated Intersection Level of Service Analysis
Table 8 presents the level of service analysis summary for the “Existing Plus Project Mitigated Conditions”
assuming the new lane configurations. Detailed calculations are provided in Appendix D, attached.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 11 of 15
Table 8: Existing Plus Project Mitigated Intersection Level of Service Summary
Intersection Control Plus Project AM Plus Project PM
LOS Delay LOS Delay
Hwy 99 / Garner Ln Signal
Overall E 63.2 D 43.9
Garner Ln / Esplanade
Side-Street STOP
Southbound Approach (Garner Ln) B 11.1 B 10.0
Eastbound Left A 7.6 A 7.5
Dwy 1 / Garner Ln
Side-Street STOP
Dwy Approach A 9.4 A 9.7
Southbound Left A 7.7 A 7.8
Dwy 2 / Garner Ln
Side-Street STOP
Dwy Approach A 9.3 A 9.7
Southbound Left A 7.6 A 7.7
Dwy 3 / Garner Ln
Side-Street STOP
Dwy Approach A 9.0 A 9.3
Southbound Left A 7.5 A 7.6
Dwy 4 / Garner Ln
Side-Street STOP
Dwy Approach A 9.1 A 9.1
Southbound Left A 7.5 A 7.5
Dwy 5 / Garner Ln
Side-Street STOP
Dwy Approach A 8.9 A 9.0
Southbound Left A 7.5 A 7.5
Dwy 6 / Garner Ln
Side-Street STOP
Dwy Approach
Southbound Left A 7.6 A 7.8
As shown in Table 8, the study intersections operate at acceptable levels of service during both the AM
and PM peak hours for the “Existing Plus Project Mitigated Conditions” scenario. The Hwy 99 / Garner
Lane intersection has improved to LOS “E” in the AM peak hour and LOS “D” in the PM peak hour. No
further mitigation is needed.
10-YEAR HORIZON CUMULATIVE BACKGROUND CONDITIONS
Background Improvements
The SR99 North Corridor System Management Plan (CSMP) forecasts the level of service on Hwy 99 as
LOS “F” for the “20-year no-build” scenario. To enhance corridor mobility, the CSMP proposes to construct
a “concept facility” that will include additional thru lanes on SR99 throughout the study area.
New lane configurations considering the SR99 North CSMP improvements are shown on Figure 8.
Traffic Volumes
The 10-year horizon cumulative background traffic volumes were developed as a part of this study to
provide a baseline for assessing potential impacts of the project on the future transportation network,
and also to determine if contemplated mitigation measures would be satisfactory for a 10-year horizon.
Traffic growth rates were determined considering past AADT volumes obtained from Caltrans’ Traffic
Census Program. The Historic Annual Average Daily Traffic (AADT) volumes are shown in Table 9.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 12 of 15
Table 9: Historic AADTs on Project Roadways
Location Milepost Year
2004 2014
CA 99 at Wilson Landing Road 38.79 19,100 19,300
Although historic trends show little growth in traffic volumes, as a conservative estimate, a growth rate
of 1% per year was used to forecast the 10 year background volumes. The growth rates were then applied
to the existing AM and PM peak hour traffic volumes to obtain future background peak hour traffic
volumes. Additionally, a project located on the west side of Garner Lane is in the planning stage.
Considering the current zoning and property size, project trips were estimated and added to the future
volumes to obtain cumulative volumes. It is worth noting that the highest foreseeable volume from the
private project was used in this analysis to be conservative. The anticipated volumes from the project
located on the west side of Garner Lane are provided in Appendix E, attached.
10 Year Horizon Cumulative Background traffic volumes are shown on Figure 9, attached.
10 Year Horizon Cumulative Background Intersection Level of Service Analysis
Table 10 presents the level of service analysis summary for the “10 Year Horizon Cumulative Background”
scenario including the planned CSMP intersection configurations.
With the addition of future volumes and planned lane configurations, the Hwy 99 / Garner Lane
intersection is anticipated to operate at LOS “E” and LOS “D” in the AM and PM peak hours, respectively.
Detailed calculation sheets are provided in Appendix F, attached.
Table 10: 10 Year Horizon Cumulative Background Intersection Level of Service Summary
Intersection Control Background AM Background PM
LOS Delay LOS Delay
Hwy 99 / Garner Ln Signal
Overall E 72.55 D 38.19
Garner Ln / Esplanade Side-Street
STOP
Southbound Approach (Garner Ln) B 11.4 B 10.2
Eastbound Left A 7.6 A 7.6
10-Year Horizon Cumulative Background Roadway Level of Service
Roadway Level of Service was determined by comparing 10-Year Horizon Cumulative Background peak
hour bi-directional roadway segment volumes to the thresholds shown in Table 2.
As shown in Table 11, the Garner Lane roadway segment is estimated to operate at acceptable conditions
during the peak hour for 10-Year Horizon Cumulative Background conditions.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 13 of 15
Table 11: 10-Year Horizon Cumulative Background Conditions Roadway Level of Service Summary
Segment Classification Scenario
Peak
Hour
Volume
#Lanes LOS
Garner Lane 2-lane Major Collector 10-Year
Background 480 2 C
10-YEAR HORIZON CUMULATIVE PLUS PROJECT CONDITIONS
Traffic Volumes
10 year Horizon Cumulative Plus Project traffic volumes were developed by adding the project generated
trips (Figure 5) to the 10-Year Cumulative Background volumes (Figure 9) and are shown on Figure 10,
attached.
10 Year Horizon Cumulative Plus Project Intersection Level of Service Analysis
Table 12 presents the level of service analysis summary for the “10 Year Horizon Cumulative Plus Project”
scenario. This scenario includes the planned thru lanes on SR99 per the CSMP and the Garner Lane
approach movements proposed by the project and are shown on Figure 11.
The Hwy 99 / Garner Lane intersection is anticipated to operate at acceptable LOS conditions (LOS D) with
the Caltrans planned and project proposed improvements. Detailed calculation sheets are provided in
Appendix G, attached.
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 14 of 15
Table 12: 10 Year Horizon Cumulative Plus Project Intersection Level of Service Summary
Intersection Control Plus Project AM Plus Project PM
LOS Delay LOS Delay
Hwy 99 / Garner Ln Signal
Overall D 45.4 D 42.3
Garner Ln / Esplanade
Side-Street STOP
Southbound Approach (Garner Ln) B 11.5 B 10.3
Eastbound Left A 7.7 A 7.6
Dwy 1 / Garner Ln
Side-Street STOP
Dwy Approach A 9.7 B 10.8
Southbound Left A 7.8 A 8.1
Dwy 2 / Garner Ln
Side-Street STOP
Dwy Approach A 9.6 B 10.8
Southbound Left A 7.7 A 8.0
Dwy 3 / Garner Ln
Side-Street STOP
Dwy Approach A 9.2 B 10.3
Southbound Left A 7.6 A 7.9
Dwy 4 / Garner Ln
Side-Street STOP
Dwy Approach A 9.4 B 10.0
Southbound Left A 7.6 A 7.9
Dwy 5 / Garner Ln
Side-Street STOP
Dwy Approach A 9.2 A 9.9
Southbound Left A 7.6 A 7.8
Dwy 6 / Garner Ln
Side-Street STOP
Dwy Approach A 9.1 A 9.8
Southbound Left A 7.6 A 7.8
10-Year Horizon Cumulative Plus Project Roadway Level of Service
Roadway Level of Service was determined by comparing 10-Year Horizon Cumulative Plus Project peak
hour bi-directional roadway segment volumes to the thresholds shown in Table 2.
As shown in Table 13, the Garner Lane roadway segment is estimated to operate at acceptable conditions
during the peak hour for 10-Year Horizon Cumulative Plus Project conditions.
Table 13: 10-Year Horizon Cumulative Plus Project Conditions Roadway Level of Service Summary
Segment Classification Scenario
Peak
Hour
Volume
#Lanes LOS
Garner Lane 2-lane Major Collector 10-Year Plus
Project 779 2 D
Traffic Impact Study
Courtesy Auto
December 2, 2016
Page 15 of 15
CONCLUSIONS & RECOMMENDATIONS
The following is a list of our key findings and recommendations to best manage the traffic generated by
the proposed project:
Project Trips: The proposed project is anticipated to generate up to 255 AM peak hour trips and 314 PM
peak hour trips.
Project Access: Six access points are proposed for the development, all located on Garner Lane. All access
points can be constructed as full access intersections allowing for all possible movements with side-street
STOP control.
Existing Level of Service: The studied existing intersections and approaches currently operate at
acceptable LOS conditions except for the Hwy 99 / Garner Ln intersection which currently functions at LOS
“F” in the AM peak hour.
Plus Project Level of Service: With the addition of project traffic, the Hwy 99/Garner Lane intersection is
projected to operate at unacceptable LOS conditions (LOS “F”) under “Existing Plus Project” conditions
during the AM and PM peak hours. Mitigation is necessary for this condition.
Summary of Proposed Improvements: The project proposes to improve the lane configurations at both
Garner Lane approaches at the Hwy 99/Garner Lane intersection. An additional lane should be
constructed at the eastbound approach to allow for an exclusive left turn lane and a shared thru-right
lane. The westbound approach should also be widened to also allow for an exclusive left turn lane and a
shared thru-right lane. The traffic signal phasing should be changed from permissive left-turns to
protected left-turns on the Garner Lane approaches (east-west directions). Level of service “E” or better
will be provided with this improvement and the impact will therefore be mitigated.
10-Year Horizon Cumulative Background Level of Service: The study intersections are anticipated to
operate at acceptable LOS conditions under “10-Year Horizon Cumulative Background Conditions”.
10-Year Horizon Cumulative Plus Project Level of Service: The study intersections are anticipated to
operate at acceptable LOS conditions (LOS “D” or better) with the Caltrans planned and project proposed
improvements.
Garner Ln / Dwy 34
3 Garner Ln / Dwy 2
Garner Ln / Dwy 12
Hwy 99 / Garner Ln1
Garner Ln / Dwy 45
Garner Ln / Dwy 56
Garner Ln / Dwy 67
Garner Ln / Esplanade8
Study Intersections
Project
Site
2
3
4
5
6
7
H
W
Y
9
9
Ga
r
n
e
r
L
n
E
s
p
l
a
n
a
d
e
2
8
21
Figure 1
Study Area
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
Figure 2
Site Plan
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
Dwy 1
Dwy 2
Dwy 3
Dwy 4Dwy 4
Dwy 5
Dwy 6
Figure 3
Existing Lane Configurations
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
Hwy 99 / Garner Ln Esplanade / Garner Ln
Figure 4
Existing Traffic VolumesNO SCALE
Courtesy Auto
TRAFFIC IMPACT STUDY
AM PEAK PM PEAK
Hwy 99 / Garner Ln
Esplanade / Garner Ln
Hwy 99 / Garner Ln
Esplanade / Garner Ln
Figure 5
Project Trips
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
AM PEAK PM PEAK
Figure 6
Existing Plus Project Traffic Volumes
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
AM PEAK PM PEAK
Figure 7
Project Proposed Lane Configurations
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
Proposed Exclusive Left and Thru-Right Configuration
Figure 8
Future Background Lane Configurations
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
Hwy 99 / Garner Ln Esplanade / Garner Ln
Additional NB Lane on Hwy 99
Additional SB Lane on Hwy 99
Figure 9
10-Year Horizon Cumulative Background Traffic Volumes
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
AM PEAK PM PEAK
Hwy 99 / Garner Ln
Esplanade / Garner Ln
Hwy 99 / Garner Ln
Esplanade / Garner Ln
Figure 10
10-Year Horizon Cumulative Plus Project Traffic Volumes
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
AM PEAK PM PEAK
Figure
CSMP Planned and Project Proposed Lane Configurations
Courtesy Auto
TRAFFIC IMPACT STUDY
NO SCALE
Additional NB Lane on Hwy 99
Additional SB Lane on Hwy 99
11
Proposed Exclusive Left and Thru-Right Configuration
Proposed Exclusive Left and Thru-Right Configuration
Appendix A
Existing Conditions LOS Calculations
Existing AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
1.316Volume to Capacity (v/c):
FLevel Of Service:
102.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.025.00100.0100.0100.0100.0100.0Pocket Length [ft]
101101100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
83772148358644787291524327Total Analysis Volume [veh/h]
21193421146112227313117Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.900Peak Hour Factor
75695137552740678262473924Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
5.005.005.005.005.005.005.005.005.005.005.005.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
75695137552740678262473924Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
Existing AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
Existing AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0200020001900190Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
0299029903200320Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
055055050050Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal group
PermiPermiProtecPermiPermiProtecPermiPermiPermiPermiPermiPermiControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
70Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
Existing AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
35.531050.13.8833.39366.538.712.63768.5467.1995th-Percentile Queue Length [ft]
1.4242.030.561.3414.661.550.1130.742.6995th-Percentile Queue Length [veh]
19.74706.37.7118.55239.621.511.46468.9337.3350th-Percentile Queue Length [ft]
0.7928.250.310.749.580.860.0618.761.4950th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesNoCritical Lane Group
BFDBCDBFCLane Group LOS
14.63136.445.8313.4833.9343.8012.73212.8724.04d, Delay for Lane Group [s/veh]
0.151.230.480.150.880.660.011.370.58X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.62114.911.760.5414.9310.730.01187.237.08d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.500.32k, delay calibration
14.0221.5034.0712.9419.0033.0612.7225.6416.96d1, Uniform Delay [s]
5366302956966966552276211c, Capacity [veh/h]
1384162915511384162915511384464373s, saturation flow rate [veh/h]
0.060.470.010.060.360.030.010.810.33(v / s)_i Volume / Saturation Flow Rate
0.390.390.020.410.410.040.400.400.40g / C, Green / Cycle
2727129293282828g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLRCCLane Group
Lane Group Calculations
Existing AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
33.93 13.4843.80 45.83 14.63136.412.7324.04 24.04d_M, Delay for Movement [s/veh]212.824.04 212.8
C BD BDFBCMovement LOS C FCF
32.16 123.38d_A, Approach Delay [s/veh]209.2324.04
C FApproach LOS C F
102.26d_I, Intersection Delay [s/veh]
FIntersection LOS
1.316Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
Existing AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.221Volume to Capacity (v/c):
BLevel Of Service:
11.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
875119418172Total Analysis Volume [veh/h]
2213010243Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
744101357146Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
6.006.006.006.006.006.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
744101357146Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
Existing AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
4.65d_I, Intersection Delay [s/veh]
AABApproach LOS
0.410.0010.94d_A, Approach Delay [s/veh]
5.295.290.000.0022.0422.0495th-Percentile Queue Length [ft]
0.210.210.000.000.880.8895th-Percentile Queue Length [veh]
AAAABBMovement LOS
0.007.590.000.0010.1710.98d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.22V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Existing PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.640Volume to Capacity (v/c):
BLevel Of Service:
13.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.025.00100.0100.0100.0100.0100.0Pocket Length [ft]
101101100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
337141325275365829146395426Total Analysis Volume [veh/h]
817936318816273610146Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.980Peak Hour Factor
327001324773864828143385325Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
4.004.004.004.004.004.004.004.004.004.004.004.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
327001324773864828143385325Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
Existing PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
Existing PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0230023002200220Pedestrian Clearance [s]
070070070070Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
037140375203300330Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
055055050050Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025047080Signal group
PermiPermiProtecPermiPermiProtecPermiPermiPermiPermiPermiPermiControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
70Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
Existing PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
4.66184.612.4743.18202.284.234.32117.3472.5495th-Percentile Queue Length [ft]
0.197.380.501.738.093.370.174.692.9095th-Percentile Queue Length [veh]
2.59102.56.9323.99114.446.792.4065.1940.3050th-Percentile Queue Length [ft]
0.104.100.280.964.581.870.102.611.6150th-Percentile Queue Length [veh]
NoNoNoNoYesNoNoYesNoCritical Lane Group
ABDABECCCLane Group LOS
4.1210.0537.525.5410.8760.9721.3527.3925.43d, Delay for Lane Group [s/veh]
0.040.650.130.270.690.630.030.570.53X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.073.062.520.723.5725.970.031.651.96d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.500.500.500.500.110.110.11k, delay calibration
4.056.9935.004.827.2935.0021.3225.7423.48d1, Uniform Delay [s]
92810921039281092103310308224c, Capacity [veh/h]
13981644557139816445781398963726s, saturation flow rate [veh/h]
0.020.430.020.180.460.110.010.180.16(v / s)_i Volume / Saturation Flow Rate
0.660.660.000.660.660.000.220.220.22g / C, Green / Cycle
4646046460161616g_i, Effective Green Time [s]
2.002.000.002.002.000.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.000.004.004.000.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLRCCLane Group
Lane Group Calculations
Existing PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
10.87 5.5460.97 37.52 4.1210.0521.3525.43 25.43d_M, Delay for Movement [s/veh]27.3925.43 27.39
B AE ADBCCMovement LOS C CCC
12.66 10.26d_A, Approach Delay [s/veh]27.1325.43
B BApproach LOS C C
13.76d_I, Intersection Delay [s/veh]
BIntersection LOS
0.640Intersection V/C
----------------Ring 4
----------------Ring 3
-------------8-6Ring 2
-------------4-2Ring 1
Sequence
Existing PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.109Volume to Capacity (v/c):
ALevel Of Service:
10.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
78010547189Total Analysis Volume [veh/h]
2002612022Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96000.96000.96000.96000.96000.9600Peak Hour Factor
75010145185Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
75010145185Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
Existing PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
AIntersection LOS
2.80d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.000.009.94d_A, Approach Delay [s/veh]
0.000.000.000.009.239.2395th-Percentile Queue Length [ft]
0.000.000.000.000.370.3795th-Percentile Queue Length [veh]
AAAAAAMovement LOS
0.007.500.000.009.299.95d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.11V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Appendix B
Trip Generation Calculations
Project Name:Courtesy Auto
No:
Date:10/31/2016
City:
State/Province:
Zip/Postal Code:
Country:
Client Name:
Analyst's Name:
Edition:ITE-TGM 9th Edition
Land Use Size
Entry Exit Total Entry Exit Total
948 - Automated Car Wash 1 Wash Stalls 25 25 50 25 25 50
Reduction 0 0 0 0 0 0
Internal 0 0 0 0 0 0
Pass-by 0 0 0 0 0 0
Non-pass-by 25 25 50 25 25 50
945 - Gasoline/Service Station With
Convenience Market 12 Vehicle Fueling Positions 61 61 122 81 81 162
Reduction 0 0 0 0 0 0
Internal 0 0 0 0 0 0
Pass-by 38 38 76 0 0 0
Non-pass-by 23 23 46 81 81 162
9000 - Courtesy Auto 1 Dealership 50 33 83 45 57 102
Reduction 0 0 0 0 0 0
Internal 0 0 0 0 0 0
Pass-by 0 0 0 0 0 0
Non-pass-by 50 33 83 45 57 102
Total 136 119 255 151 163 314
Total Reduction 0 0 0 0 0 0
Total Internal 0 0 0 0 0 0
Total Pass-by 38 38 76 0 0 0
Total Non-pass-by 98 81 179 151 163 314
Project Information
PM PeakAM Peak
Appendix C
Existing Plus Project LOS Calculations
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
1.296Volume to Capacity (v/c):
FLevel Of Service:
115.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.025.00100.0100.0100.0100.0100.0Pocket Length [ft]
101101100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
12175114835641487922911414861Total Analysis Volume [veh/h]
301884211413722373351215Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.900Peak Hour Factor
10967613755081336832621274355Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
19-1900-191900019019Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1500007405061412Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
5.005.005.005.005.005.005.005.005.005.005.005.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
75695137552740678262473924Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0100010001000100Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02514020902600260Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
055055050050Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal group
PermiPermiProtecPermiPermiProtecPermiPermiPermiPermiPermiPermiControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
48.231163.11.8826.58287.8240.32.29677.66338.5295th-Percentile Queue Length [ft]
1.9346.550.481.0611.519.620.0927.1113.5495th-Percentile Queue Length [veh]
26.79764.76.6014.77178.3135.71.27418.56199.9950th-Percentile Queue Length [ft]
1.0730.590.260.597.135.430.0516.748.0050th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesNoCritical Lane Group
BFDBCFBFFLane Group LOS
15.18175.139.8511.4827.39132.012.16180.06118.30d, Delay for Lane Group [s/veh]
0.251.320.460.140.831.130.011.301.13X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.24155.510.670.5311.63104.40.01157.14100.79d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.360.110.500.50k, delay calibration
13.9419.5629.1910.9615.7527.5312.1522.9217.51d1, Uniform Delay [s]
48456930574676131507295221c, Capacity [veh/h]
1384162915511384162915511384518400s, saturation flow rate [veh/h]
0.090.460.010.060.350.100.010.740.63(v / s)_i Volume / Saturation Flow Rate
0.350.350.020.420.420.080.370.370.37g / C, Green / Cycle
2121125255222222g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLRCCLane Group
Lane Group Calculations
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
27.39 11.48132.0 39.85 15.18175.112.16118.3 118.3d_M, Delay for Movement [s/veh]180.0118.3 180.0
C BF BDFBFMovement LOS F FFF
45.21 151.16d_A, Approach Delay [s/veh]177.05118.30
D FApproach LOS F F
115.68d_I, Intersection Delay [s/veh]
FIntersection LOS
1.296Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
12.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 2: Garner Lane/Dwy 1
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruRightLeftThruLeftTurning Movement
Lane Configuration
NorthwestboundSouthwestboundSouthboundApproach
Garner LnDwy 1Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
116319126261Total Analysis Volume [veh/h]
041506615Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
116319126261Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
00003838Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1581917123Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0105001530Base Volume Input [veh/h]
Garner LnDwy 1Garner LnName
Volumes
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.29d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.009.371.45d_A, Approach Delay [s/veh]
0.000.001.821.8222.0522.0595th-Percentile Queue Length [ft]
0.000.000.070.070.880.8895th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.000.009.1912.720.007.66d_M, Delay for Movement [s/veh]
0.000.000.020.000.000.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
11.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 3: Garner Lane/Dwy 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightLeftRightThruTurning Movement
Lane Configuration
SoutheastboundSouthwestboundNorthboundApproach
Garner LnDwy 2Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
196296212140Total Analysis Volume [veh/h]
497160135Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
196296212140Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
0038000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
4329241235Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1530000105Base Volume Input [veh/h]
Garner LnDwy 2Garner LnName
Volumes
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.87d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.979.300.00d_A, Approach Delay [s/veh]
13.8313.835.645.640.000.0095th-Percentile Queue Length [ft]
0.550.550.230.230.000.0095th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.007.559.2711.340.000.00d_M, Delay for Movement [s/veh]
0.000.020.070.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
10.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 4: Garner Lane/Dwy 3
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 3Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
5019160137Total Analysis Volume [veh/h]
10482034Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5019160137Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
50386032Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0015300105Base Volume Input [veh/h]
Dwy 3Garner LnGarner LnName
Volumes
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.27d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.970.230.00d_A, Approach Delay [s/veh]
0.410.4111.7911.790.000.0095th-Percentile Queue Length [ft]
0.020.020.470.470.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.9710.540.007.500.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
10.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 5: Garner Ln/Dwy 4
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 4Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
111178131127Total Analysis Volume [veh/h]
30453032Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
111178131127Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1112513122Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0015300105Base Volume Input [veh/h]
Dwy 4Garner LnGarner LnName
Volumes
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.62d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.090.510.00d_A, Approach Delay [s/veh]
1.021.0211.2711.270.000.0095th-Percentile Queue Length [ft]
0.040.040.450.450.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.9610.540.007.490.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
10.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 6: Garner Ln/Dwy 6
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 6Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
90157111109Total Analysis Volume [veh/h]
20393027Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
90157111109Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
9041114Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0015300105Base Volume Input [veh/h]
Dwy 6Garner LnGarner LnName
Volumes
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.56d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.850.490.00d_A, Approach Delay [s/veh]
0.720.729.589.580.000.0095th-Percentile Queue Length [ft]
0.030.030.380.380.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.8510.210.007.450.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
10.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 7: Garner Ln/Dwy 5
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 5Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
90167111118Total Analysis Volume [veh/h]
20423030Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
90167111118Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
901411113Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0015300105Base Volume Input [veh/h]
Dwy 5Garner LnGarner LnName
Volumes
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.53d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.890.460.00d_A, Approach Delay [s/veh]
0.730.7310.3110.310.000.0095th-Percentile Queue Length [ft]
0.030.030.410.410.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.8910.340.007.470.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.227Volume to Capacity (v/c):
BLevel Of Service:
11.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
875125418176Total Analysis Volume [veh/h]
2213110244Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
744106357150Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
005004Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
6.006.006.006.006.006.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
744101357146Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
Plus Project AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
4.67d_I, Intersection Delay [s/veh]
AABApproach LOS
0.410.0011.01d_A, Approach Delay [s/veh]
5.325.320.000.0022.7922.7995th-Percentile Queue Length [ft]
0.210.210.000.000.910.9195th-Percentile Queue Length [veh]
AAAABBMovement LOS
0.007.600.000.0010.2411.05d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.23V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
1.192Volume to Capacity (v/c):
FLevel Of Service:
87.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.025.00100.0100.0100.0100.0100.0Pocket Length [ft]
101101100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
32714132527531818371461646250Total Analysis Volume [veh/h]
8179363188452936411613Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.980Peak Hour Factor
31700132477381778361431616149Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
230000113080123824Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
4.004.004.004.004.004.004.004.004.004.004.004.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
87001324773864828143385325Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0100010001000100Pedestrian Clearance [s]
0200020001900190Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
034100361203400340Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
055055050050Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal group
PermiPermiProtecPermiPermiProtecPermiPermiPermiPermiPermiPermiControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
80Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
15.97897.015.39124.7612.7325.33.82215.60517.8195th-Percentile Queue Length [ft]
0.6435.880.624.9924.5113.010.158.6220.7195th-Percentile Queue Length [veh]
8.87614.88.5569.28440.6194.62.12124.21307.3550th-Percentile Queue Length [ft]
0.3524.590.342.7717.637.790.084.9712.2950th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoNoYesCritical Lane Group
BFDBDFBDFLane Group LOS
16.12110.854.5115.9652.52150.615.8451.65184.48d, Delay for Lane Group [s/veh]
0.061.150.520.390.991.150.020.801.29X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.2285.9615.451.7831.08114.60.0124.37162.48d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.440.110.500.50k, delay calibration
15.9024.9339.0614.1821.4436.0015.8327.2822.00d1, Uniform Delay [s]
52762025644758157521229213c, Capacity [veh/h]
1398164415661398164415661398398430s, saturation flow rate [veh/h]
0.020.430.010.180.460.120.010.460.64(v / s)_i Volume / Saturation Flow Rate
0.380.380.020.460.460.100.370.370.37g / C, Green / Cycle
3030137378303030g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLRCCLane Group
Lane Group Calculations
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
52.52 15.96150.6 54.51 16.12110.815.84184.4 184.4d_M, Delay for Movement [s/veh]51.65184.4 51.65
D BF BDFBFMovement LOS F DFD
59.73 105.93d_A, Approach Delay [s/veh]50.15184.48
E FApproach LOS F D
87.78d_I, Intersection Delay [s/veh]
FIntersection LOS
1.192Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 2: Garner Lane/Dwy 1
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruRightLeftThruLeftTurning Movement
Lane Configuration
NorthwestboundSouthwestboundSouthboundApproach
Garner LnDwy 1Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
123719121218Total Analysis Volume [veh/h]
05950535Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
123719121218Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
113619112618Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
010100860Base Volume Input [veh/h]
Garner LnDwy 1Garner LnName
Volumes
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.68d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.009.730.61d_A, Approach Delay [s/veh]
0.000.001.971.9715.6315.6395th-Percentile Queue Length [ft]
0.000.000.080.080.630.6395th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.000.009.6111.880.007.75d_M, Delay for Movement [s/veh]
0.000.000.020.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.005Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 3: Garner Lane/Dwy 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightLeftRightThruTurning Movement
Lane Configuration
SoutheastboundSouthwestboundNorthboundApproach
Garner LnDwy 2Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
167465033188Total Analysis Volume [veh/h]
4212131147Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
167465033188Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
8146503387Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
860000101Base Volume Input [veh/h]
Garner LnDwy 2Garner LnName
Volumes
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.89d_I, Intersection Delay [s/veh]
AAAApproach LOS
1.669.660.00d_A, Approach Delay [s/veh]
13.6113.615.135.130.000.0095th-Percentile Queue Length [ft]
0.540.540.210.210.000.0095th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.007.699.5211.880.000.00d_M, Delay for Movement [s/veh]
0.000.030.060.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.003Volume to Capacity (v/c):
BLevel Of Service:
10.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 4: Garner Lane/Dwy 3
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 3Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
302141282160Total Analysis Volume [veh/h]
81357140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
302141282160Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
3025528259Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
008600101Base Volume Input [veh/h]
Dwy 3Garner LnGarner LnName
Volumes
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.41d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.341.260.00d_A, Approach Delay [s/veh]
2.892.8910.1310.130.000.0095th-Percentile Queue Length [ft]
0.120.120.410.410.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.2310.910.007.590.000.00d_M, Delay for Movement [s/veh]
0.030.000.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.001Volume to Capacity (v/c):
BLevel Of Service:
10.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 5: Garner Ln/Dwy 4
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 4Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
191126171143Total Analysis Volume [veh/h]
50324036Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
191126171143Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1914017142Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
008600101Base Volume Input [veh/h]
Dwy 4Garner LnGarner LnName
Volumes
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.01d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.140.900.00d_A, Approach Delay [s/veh]
1.721.728.268.260.000.0095th-Percentile Queue Length [ft]
0.070.070.330.330.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.0810.390.007.530.000.00d_M, Delay for Movement [s/veh]
0.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.001Volume to Capacity (v/c):
ALevel Of Service:
9.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 6: Garner Ln/Dwy 6
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 6Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
19193171108Total Analysis Volume [veh/h]
50234027Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
19193171108Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
19171717Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
008600101Base Volume Input [veh/h]
Dwy 6Garner LnGarner LnName
Volumes
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
AIntersection LOS
1.28d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.941.150.00d_A, Approach Delay [s/veh]
1.641.646.016.010.000.0095th-Percentile Queue Length [ft]
0.070.070.240.240.000.0095th-Percentile Queue Length [veh]
AAAAAAMovement LOS
8.899.930.007.460.000.00d_M, Delay for Movement [s/veh]
0.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.001Volume to Capacity (v/c):
BLevel Of Service:
10.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 7: Garner Ln/Dwy 5
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 5Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
191109171126Total Analysis Volume [veh/h]
50274032Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
191109171126Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1912317125Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
008600101Base Volume Input [veh/h]
Dwy 5Garner LnGarner LnName
Volumes
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.13d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.041.010.00d_A, Approach Delay [s/veh]
1.681.687.087.080.000.0095th-Percentile Queue Length [ft]
0.070.070.280.280.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.9910.150.007.500.000.00d_M, Delay for Movement [s/veh]
0.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.119Volume to Capacity (v/c):
BLevel Of Service:
10.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
78011447197Total Analysis Volume [veh/h]
2002812024Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96000.96000.96000.96000.96000.9600Peak Hour Factor
75010945193Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
008008Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
75010145185Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
Plus Project PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
2.92d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0010.03d_A, Approach Delay [s/veh]
0.000.000.000.0010.2310.2395th-Percentile Queue Length [ft]
0.000.000.000.000.410.4195th-Percentile Queue Length [veh]
AAAAABMovement LOS
0.007.520.000.009.3710.04d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.12V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Appendix D
Existing Plus Project Mitigated LOS
Calculations
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.876Volume to Capacity (v/c):
ELevel Of Service:
63.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.0100.0100.0200.0100.0100.0200.0Pocket Length [ft]
101101001001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
12175114835641487922911414861Total Analysis Volume [veh/h]
301884211413722373351215Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.900Peak Hour Factor
10967613755081336832621274355Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
19-1900-191900019019Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1500007405061412Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
5.005.005.005.005.005.005.005.005.005.005.005.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
75695137552740678262473924Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
0200020001900190Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
0319053310285902960Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
055055055055Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025047083Signal group
PermiPermiProtecPermiPermiProtecPermiPermiProtecPermiPermiProtecControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
150Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
121.41140.29.7064.52512.7252.0123.13431.93307.71119.2695th-Percentile Queue Length [ft]
4.8645.631.192.5820.5110.084.9317.2812.314.7795th-Percentile Queue Length [veh]
67.45856.116.5035.85357.6151.268.41291.85193.6266.2650th-Percentile Queue Length [ft]
2.7034.250.661.4314.316.052.7411.677.742.6550th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesYesNoCritical Lane Group
CFFBCEDEEFLane Group LOS
26.7190.8493.9517.8729.0779.3739.6070.7876.3787.58d, Delay for Lane Group [s/veh]
0.201.050.580.110.650.880.210.930.900.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.7448.6820.610.313.8213.500.2111.9713.3317.03d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
25.9742.1673.3417.5625.2565.8739.3958.8163.0470.55d1, Uniform Delay [s]
6067132473586416847931320976c, Capacity [veh/h]
1384162915511384162915511609155114391551s, saturation flow rate [veh/h]
0.090.460.010.060.350.100.060.190.130.04(v / s)_i Volume / Saturation Flow Rate
0.440.440.020.530.530.110.300.200.150.05g / C, Green / Cycle
666628080164530227g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLCLCLLane Group
Lane Group Calculations
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
29.07 17.8779.37 93.95 26.7190.8439.6087.58 76.37d_M, Delay for Movement [s/veh]39.6076.37 70.78
C BE CFFDEMovement LOS F DEE
37.26 82.13d_A, Approach Delay [s/veh]62.8779.10
D FApproach LOS E E
63.20d_I, Intersection Delay [s/veh]
EIntersection LOS
0.876Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
12.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 2: Garner Lane/Dwy 1
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruRightLeftThruLeftTurning Movement
Lane Configuration
NorthwestboundSouthwestboundSouthboundApproach
Garner LnDwy 1Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
116319126261Total Analysis Volume [veh/h]
041506615Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
116319126261Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
00003838Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1581917123Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0105001530Base Volume Input [veh/h]
Garner LnDwy 1Garner LnName
Volumes
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.29d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.009.371.45d_A, Approach Delay [s/veh]
0.000.001.821.8222.0522.0595th-Percentile Queue Length [ft]
0.000.000.070.070.880.8895th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.000.009.1912.720.007.66d_M, Delay for Movement [s/veh]
0.000.000.020.000.000.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
11.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 3: Garner Lane/Dwy 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightLeftRightThruTurning Movement
Lane Configuration
SoutheastboundSouthwestboundNorthboundApproach
Garner LnDwy 2Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
196296212140Total Analysis Volume [veh/h]
497160135Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
196296212140Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
0038000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
4329241235Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
1530000105Base Volume Input [veh/h]
Garner LnDwy 2Garner LnName
Volumes
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.87d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.979.300.00d_A, Approach Delay [s/veh]
13.8313.835.645.640.000.0095th-Percentile Queue Length [ft]
0.550.550.230.230.000.0095th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.007.559.2711.340.000.00d_M, Delay for Movement [s/veh]
0.000.020.070.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
10.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 4: Garner Lane/Dwy 3
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 3Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
5019160137Total Analysis Volume [veh/h]
10482034Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5019160137Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
50386032Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0015300105Base Volume Input [veh/h]
Dwy 3Garner LnGarner LnName
Volumes
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.27d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.970.230.00d_A, Approach Delay [s/veh]
0.410.4111.7911.790.000.0095th-Percentile Queue Length [ft]
0.020.020.470.470.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.9710.540.007.500.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
10.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 5: Garner Ln/Dwy 4
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 4Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
111178131127Total Analysis Volume [veh/h]
30453032Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
111178131127Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1112513122Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0015300105Base Volume Input [veh/h]
Dwy 4Garner LnGarner LnName
Volumes
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.62d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.090.510.00d_A, Approach Delay [s/veh]
1.021.0211.2711.270.000.0095th-Percentile Queue Length [ft]
0.040.040.450.450.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.9610.540.007.490.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
10.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 6: Garner Ln/Dwy 6
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 6Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
90157111109Total Analysis Volume [veh/h]
20393027Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
90157111109Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
9041114Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0015300105Base Volume Input [veh/h]
Dwy 6Garner LnGarner LnName
Volumes
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.56d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.850.490.00d_A, Approach Delay [s/veh]
0.720.729.589.580.000.0095th-Percentile Queue Length [ft]
0.030.030.380.380.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.8510.210.007.450.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
10.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 7: Garner Ln/Dwy 5
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 5Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
90167111118Total Analysis Volume [veh/h]
20423030Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
90167111118Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
901411113Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0015300105Base Volume Input [veh/h]
Dwy 5Garner LnGarner LnName
Volumes
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.53d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.890.460.00d_A, Approach Delay [s/veh]
0.730.7310.3110.310.000.0095th-Percentile Queue Length [ft]
0.030.030.410.410.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.8910.340.007.470.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.227Volume to Capacity (v/c):
BLevel Of Service:
11.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
875125418176Total Analysis Volume [veh/h]
2213110244Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
744106357150Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
005004Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
6.006.006.006.006.006.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
744101357146Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
Plus Project Mit AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
4.67d_I, Intersection Delay [s/veh]
AABApproach LOS
0.410.0011.01d_A, Approach Delay [s/veh]
5.325.320.000.0022.7922.7995th-Percentile Queue Length [ft]
0.210.210.000.000.910.9195th-Percentile Queue Length [veh]
AAAABBMovement LOS
0.007.600.000.0010.2411.05d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.23V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.798Volume to Capacity (v/c):
DLevel Of Service:
43.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.0100.0100.0200.0100.0100.0200.0Pocket Length [ft]
101101001001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
32714132527531818371461646250Total Analysis Volume [veh/h]
8179363188452936411613Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.980Peak Hour Factor
31700132477381778361431616149Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
230000113080123824Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
4.004.004.004.004.004.004.004.004.004.004.004.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
87001324773864828143385325Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
0200020001900190Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
03730039320282703433Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
055055055055Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025047083Signal group
PermiPermiProtecPermiPermiProtecPermiPermiProtecPermiPermiProtecControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
130Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
23.63783.023.95162.9596.3259.250.47222.66311.4787.4995th-Percentile Queue Length [ft]
0.9531.320.966.5223.8510.372.028.9112.463.5095th-Percentile Queue Length [veh]
13.13584.713.3090.50426.8156.628.04129.39196.5148.6150th-Percentile Queue Length [ft]
0.5323.390.533.6217.086.261.125.187.861.9450th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesYesNoCritical Lane Group
BDFBCEDEEFLane Group LOS
19.1052.2481.4114.8427.4467.1638.8668.9864.5081.06d, Delay for Lane Group [s/veh]
0.050.930.540.310.790.880.120.860.910.79X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.1419.5117.840.996.5011.660.1411.9611.6619.22d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.110.110.110.110.11k, delay calibration
18.9532.7363.5713.8520.9455.5038.7357.0252.8461.84d1, Uniform Delay [s]
6527672481495720538116925063c, Capacity [veh/h]
1398164415661398164415661594156614581566s, saturation flow rate [veh/h]
0.020.430.010.180.460.120.030.090.160.03(v / s)_i Volume / Saturation Flow Rate
0.470.470.010.580.580.130.240.110.170.04g / C, Green / Cycle
616127676173114225g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLCLCLLane Group
Lane Group Calculations
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
27.44 14.8467.16 81.41 19.1052.2438.8681.06 64.50d_M, Delay for Movement [s/veh]38.8664.50 68.98
C BE BFDDEMovement LOS F DEE
30.83 51.35d_A, Approach Delay [s/veh]61.8867.50
C DApproach LOS E E
43.94d_I, Intersection Delay [s/veh]
DIntersection LOS
0.798Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 2: Garner Lane/Dwy 1
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruRightLeftThruLeftTurning Movement
Lane Configuration
NorthwestboundSouthwestboundSouthboundApproach
Garner LnDwy 1Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
123719121218Total Analysis Volume [veh/h]
05950535Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
123719121218Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
113619112618Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
010100860Base Volume Input [veh/h]
Garner LnDwy 1Garner LnName
Volumes
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.68d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.009.730.61d_A, Approach Delay [s/veh]
0.000.001.971.9715.6315.6395th-Percentile Queue Length [ft]
0.000.000.080.080.630.6395th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.000.009.6111.880.007.75d_M, Delay for Movement [s/veh]
0.000.000.020.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.005Volume to Capacity (v/c):
BLevel Of Service:
11.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 3: Garner Lane/Dwy 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightLeftRightThruTurning Movement
Lane Configuration
SoutheastboundSouthwestboundNorthboundApproach
Garner LnDwy 2Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
167465033188Total Analysis Volume [veh/h]
4212131147Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
167465033188Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
8146503387Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
860000101Base Volume Input [veh/h]
Garner LnDwy 2Garner LnName
Volumes
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.89d_I, Intersection Delay [s/veh]
AAAApproach LOS
1.669.660.00d_A, Approach Delay [s/veh]
13.6113.615.135.130.000.0095th-Percentile Queue Length [ft]
0.540.540.210.210.000.0095th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.007.699.5211.880.000.00d_M, Delay for Movement [s/veh]
0.000.030.060.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.003Volume to Capacity (v/c):
BLevel Of Service:
10.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 4: Garner Lane/Dwy 3
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 3Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
302141282160Total Analysis Volume [veh/h]
81357140Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
302141282160Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
3025528259Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
008600101Base Volume Input [veh/h]
Dwy 3Garner LnGarner LnName
Volumes
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.41d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.341.260.00d_A, Approach Delay [s/veh]
2.892.8910.1310.130.000.0095th-Percentile Queue Length [ft]
0.120.120.410.410.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.2310.910.007.590.000.00d_M, Delay for Movement [s/veh]
0.030.000.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.001Volume to Capacity (v/c):
BLevel Of Service:
10.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 5: Garner Ln/Dwy 4
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 4Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
191126171143Total Analysis Volume [veh/h]
50324036Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
191126171143Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1914017142Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
008600101Base Volume Input [veh/h]
Dwy 4Garner LnGarner LnName
Volumes
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.01d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.140.900.00d_A, Approach Delay [s/veh]
1.721.728.268.260.000.0095th-Percentile Queue Length [ft]
0.070.070.330.330.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.0810.390.007.530.000.00d_M, Delay for Movement [s/veh]
0.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.001Volume to Capacity (v/c):
ALevel Of Service:
9.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 6: Garner Ln/Dwy 6
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 6Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
19193171108Total Analysis Volume [veh/h]
50234027Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
19193171108Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
19171717Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
008600101Base Volume Input [veh/h]
Dwy 6Garner LnGarner LnName
Volumes
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
AIntersection LOS
1.28d_I, Intersection Delay [s/veh]
AAAApproach LOS
8.941.150.00d_A, Approach Delay [s/veh]
1.641.646.016.010.000.0095th-Percentile Queue Length [ft]
0.070.070.240.240.000.0095th-Percentile Queue Length [veh]
AAAAAAMovement LOS
8.899.930.007.460.000.00d_M, Delay for Movement [s/veh]
0.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.001Volume to Capacity (v/c):
BLevel Of Service:
10.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 7: Garner Ln/Dwy 5
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 5Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
191109171126Total Analysis Volume [veh/h]
50274032Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
191109171126Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1912317125Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
008600101Base Volume Input [veh/h]
Dwy 5Garner LnGarner LnName
Volumes
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.13d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.041.010.00d_A, Approach Delay [s/veh]
1.681.687.087.080.000.0095th-Percentile Queue Length [ft]
0.070.070.280.280.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
8.9910.150.007.500.000.00d_M, Delay for Movement [s/veh]
0.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.119Volume to Capacity (v/c):
BLevel Of Service:
10.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
78011447197Total Analysis Volume [veh/h]
2002812024Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96000.96000.96000.96000.96000.9600Peak Hour Factor
75010945193Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
008008Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
75010145185Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
Plus Project Mit PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
2.92d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0010.03d_A, Approach Delay [s/veh]
0.000.000.000.0010.2310.2395th-Percentile Queue Length [ft]
0.000.000.000.000.410.4195th-Percentile Queue Length [veh]
AAAAABMovement LOS
0.007.520.000.009.3710.04d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.12V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Appendix E
Project West Side of Garner Lane Trip
Generation Calculations
Project Name:J213 - Adjacent Property
No:
Date:11/21/2016
City:
State/Province:
Zip/Postal Code:
Country:
Client Name:
Analyst's Name:
Edition:ITE-TGM 9th Edition
Land Use Size
Entry Exit Total Entry Exit Total Entry Exit Total
820 - Shopping Center 110 1000 Sq. Feet Gross Leasable Area 2349 2348 4697 66 40 106 196 212 408
Reduction 0 0 0 0 0 0 0 0 0
Internal 0 0 0 0 0 0 0 0 0
Pass-by 0 0 0 0 0 0 74 81 155
Non-pass-by 2349 2348 4697 66 40 106 122 131 253
Project Information
Weekday AM Peak PM Peak
Appendix E
10-Year Horizon Cumulative Background
LOS Calculations
10 Year Background AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
1.273Volume to Capacity (v/c):
ELevel Of Service:
72.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.025.00100.0100.0100.0100.0100.0Pocket Length [ft]
101101100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
10785317926481018100322895139Total Analysis Volume [veh/h]
272134231622522581221310Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.900Peak Hour Factor
96768158358391790290804635Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
5.005.005.005.005.005.005.005.005.005.005.005.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
96768158358391790290804635Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
10 Year Background AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
10 Year Background AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0200020001900190Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
0299029903200320Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
055055050050Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal group
PermiPermiProtecPermiPermiProtecPermiPermiPermiPermiPermiPermiControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
70Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
10 Year Background AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
50.53243.716.2837.64150.0118.33.011019.94158.7095th-Percentile Queue Length [ft]
2.029.750.651.516.004.730.1240.806.3595th-Percentile Queue Length [veh]
28.07144.99.0520.9183.3365.731.67611.9688.1750th-Percentile Queue Length [ft]
1.125.800.360.843.332.630.0724.483.5350th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesNoCritical Lane Group
BCDBBEBFDLane Group LOS
16.7325.2344.9013.8017.0467.7712.73293.6049.43d, Delay for Lane Group [s/veh]
0.220.770.500.160.510.900.011.560.85X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
1.015.2110.980.621.4935.520.01267.8131.91d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.230.110.500.50k, delay calibration
15.7220.0133.9213.1815.5632.2512.7225.7917.53d1, Uniform Delay [s]
4941106345641264113553271212c, Capacity [veh/h]
1384310115511384310115511384452373s, saturation flow rate [veh/h]
0.080.280.010.070.210.070.010.930.48(v / s)_i Volume / Saturation Flow Rate
0.360.360.020.410.410.070.400.400.40g / C, Green / Cycle
2525129295282828g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLRCCLane Group
Lane Group Calculations
10 Year Background AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
17.04 13.8067.77 44.90 16.7325.2312.7349.43 49.43d_M, Delay for Movement [s/veh]293.649.43 293.6
B BE BDCBDMovement LOS D FDF
22.78 24.64d_A, Approach Delay [s/veh]288.3849.43
C CApproach LOS D F
72.55d_I, Intersection Delay [s/veh]
EIntersection LOS
1.273Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
10 Year Background AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.256Volume to Capacity (v/c):
BLevel Of Service:
11.5Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
966135469193Total Analysis Volume [veh/h]
2413411248Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
825115398164Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
6.006.006.006.006.006.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
825115398164Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
10 Year Background AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
4.86d_I, Intersection Delay [s/veh]
AABApproach LOS
0.450.0011.43d_A, Approach Delay [s/veh]
6.026.020.000.0026.7126.7195th-Percentile Queue Length [ft]
0.240.240.000.001.071.0795th-Percentile Queue Length [veh]
AAAABBMovement LOS
0.007.640.000.0010.5811.47d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.26V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
10 Year Background PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.975Volume to Capacity (v/c):
DLevel Of Service:
38.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.025.00100.0100.0100.0100.0100.0Pocket Length [ft]
101101100000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
34790152798331599381611376755Total Analysis Volume [veh/h]
8197470208402940341714Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.980Peak Hour Factor
33774152738161569371581346654Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
4.004.004.004.004.004.004.004.004.004.004.004.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
33774152738161569371581346654Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
10 Year Background PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
10 Year Background PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.00.00.02.00.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0200020001900190Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s]
02990311103000300Split [s]
0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]
0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]
030300303003000300Maximum Green [s]
055055050050Minimum Green [s]
--Lead--Lead------Lead / Lag
Auxiliary Signal Groups
061025040080Signal group
PermiPermiProtecPermiPermiProtecPermiPermiPermiPermiPermiPermiControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
70Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
10 Year Background PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
14.93218.514.61126.5192.0217.13.63197.30408.5995th-Percentile Queue Length [ft]
0.608.740.585.067.688.680.157.8916.3495th-Percentile Queue Length [veh]
8.29126.38.1170.31107.1125.02.02110.94242.4050th-Percentile Queue Length [ft]
0.335.060.322.814.295.000.084.449.7050th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoNoYesCritical Lane Group
BCDBBFBDFLane Group LOS
15.0422.9945.1816.1516.9691.2814.0642.42144.24d, Delay for Lane Group [s/veh]
0.070.700.480.450.601.000.020.761.20X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.263.7011.172.411.9859.760.0118.76124.86d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.340.110.500.50k, delay calibration
14.7819.2934.0113.7414.9831.5214.0523.6619.37d1, Uniform Delay [s]
5011123316151377158516261216c, Capacity [veh/h]
1398313115661398313115661398456417s, saturation flow rate [veh/h]
0.020.250.010.200.270.100.010.440.62(v / s)_i Volume / Saturation Flow Rate
0.360.360.020.440.440.100.370.370.37g / C, Green / Cycle
2525131317262626g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLRCCLane Group
Lane Group Calculations
10 Year Background PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
16.96 16.1591.28 45.18 15.0422.9914.06144.2 144.2d_M, Delay for Movement [s/veh]42.42144.2 42.42
B BF BDCBFMovement LOS F DFD
26.08 23.06d_A, Approach Delay [s/veh]41.19144.24
C CApproach LOS F D
38.19d_I, Intersection Delay [s/veh]
DIntersection LOS
0.975Intersection V/C
----------------Ring 4
----------------Ring 3
-------------865Ring 2
-------------421Ring 1
Sequence
10 Year Background PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.132Volume to Capacity (v/c):
BLevel Of Service:
10.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
860123522105Total Analysis Volume [veh/h]
2203113126Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96000.96000.96000.96000.96000.9600Peak Hour Factor
830118502101Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
830118502101Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
10 Year Background PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
2.97d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0010.22d_A, Approach Delay [s/veh]
0.000.000.000.0011.5811.5895th-Percentile Queue Length [ft]
0.000.000.000.000.460.4695th-Percentile Queue Length [veh]
AAAAABMovement LOS
0.007.550.000.009.5110.24d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.13V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Appendix F
10-Year Horizon Cumulative Plus Project
Mitigated LOS Calculations
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.770Volume to Capacity (v/c):
DLevel Of Service:
45.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.0100.0100.0200.0100.0100.0200.0Pocket Length [ft]
101101001001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
144832179262720481063221785673Total Analysis Volume [veh/h]
362084231575122681441418Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.9000.900Peak Hour Factor
13074915835641847952901605066Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
19-1900-191900019019Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1500007405061412Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
5.005.005.005.005.005.005.005.005.005.005.005.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
96768158358391790290804635Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
0200020001900190Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02913034180282502825Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
055055055055Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025047083Signal group
PermiPermiProtecPermiPermiProtecPermiPermiProtecPermiPermiProtecControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
121.6383.223.4656.79212.8282.283.95422.75271.1893.7595th-Percentile Queue Length [ft]
4.8615.330.942.278.5211.293.3616.9110.853.7595th-Percentile Queue Length [veh]
67.56252.813.0431.55122.2174.046.64284.46165.6552.0950th-Percentile Queue Length [ft]
2.7010.110.521.264.896.961.8711.386.632.0850th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesYesNoCritical Lane Group
CDEBCFCFEELane Group LOS
29.0043.8762.7618.1521.8080.5024.1682.5657.3560.20d, Delay for Lane Group [s/veh]
0.340.870.550.160.470.940.210.990.890.79X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
2.1611.0014.140.561.2137.900.2043.1317.4013.73d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.360.110.420.210.11k, delay calibration
26.8432.8748.6217.5920.5842.6023.9639.4339.9546.46d1, Uniform Delay [s]
42595231592132521853632626293c, Capacity [veh/h]
1384310115511384310115511609155114361551s, saturation flow rate [veh/h]
0.100.270.010.070.200.130.070.210.160.05(v / s)_i Volume / Saturation Flow Rate
0.310.310.020.430.430.140.330.210.180.06g / C, Green / Cycle
313124343143321186g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLCLCLLane Group
Lane Group Calculations
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
21.80 18.1580.50 62.76 29.0043.8724.1660.20 57.35d_M, Delay for Movement [s/veh]24.1657.35 82.56
C BF CEDCEMovement LOS E CEF
34.41 42.04d_A, Approach Delay [s/veh]67.2958.03
C DApproach LOS E E
45.38d_I, Intersection Delay [s/veh]
DIntersection LOS
0.770Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.003Volume to Capacity (v/c):
BLevel Of Service:
14.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 2: Garner Lane/Dwy 1
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruRightLeftThruLeftTurning Movement
Lane Configuration
NorthwestboundSouthwestboundSouthboundApproach
Garner LnDwy 1Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
121319134661Total Analysis Volume [veh/h]
053508715Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
121319134661Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
00003838Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1581917123Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0155002370Base Volume Input [veh/h]
Garner LnDwy 1Garner LnName
Volumes
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.04d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.009.721.17d_A, Approach Delay [s/veh]
0.000.001.961.9631.8231.8295th-Percentile Queue Length [ft]
0.000.000.080.081.271.2795th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.000.009.4814.300.007.78d_M, Delay for Movement [s/veh]
0.000.000.020.000.000.04V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
12.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 3: Garner Lane/Dwy 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightLeftRightThruTurning Movement
Lane Configuration
SoutheastboundSouthwestboundNorthboundApproach
Garner LnDwy 2Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
280296212190Total Analysis Volume [veh/h]
707160148Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
280296212190Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
0038000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
4329241235Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2370000155Base Volume Input [veh/h]
Garner LnDwy 2Garner LnName
Volumes
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.47d_I, Intersection Delay [s/veh]
AAAApproach LOS
0.729.630.00d_A, Approach Delay [s/veh]
21.4721.476.066.060.000.0095th-Percentile Queue Length [ft]
0.860.860.240.240.000.0095th-Percentile Queue Length [veh]
AAABAAMovement LOS
0.007.669.5812.580.000.00d_M, Delay for Movement [s/veh]
0.000.020.070.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
11.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 4: Garner Lane/Dwy 3
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 3Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
5027560187Total Analysis Volume [veh/h]
10692047Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
5027560187Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
50386032Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0023700155Base Volume Input [veh/h]
Dwy 3Garner LnGarner LnName
Volumes
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.19d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.230.160.00d_A, Approach Delay [s/veh]
0.440.4418.9518.950.000.0095th-Percentile Queue Length [ft]
0.020.020.760.760.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.2311.620.007.610.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
11.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 5: Garner Ln/Dwy 4
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 4Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
111262131177Total Analysis Volume [veh/h]
30663044Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
111262131177Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1112513122Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0023700155Base Volume Input [veh/h]
Dwy 4Garner LnGarner LnName
Volumes
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.46d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.420.360.00d_A, Approach Delay [s/veh]
1.111.1118.2718.270.000.0095th-Percentile Queue Length [ft]
0.040.040.730.730.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.2211.620.007.600.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
11.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 6: Garner Ln/Dwy 6
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 6Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
90241111159Total Analysis Volume [veh/h]
20603040Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
90241111159Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
9041114Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0023700155Base Volume Input [veh/h]
Dwy 6Garner LnGarner LnName
Volumes
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.39d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.110.330.00d_A, Approach Delay [s/veh]
0.770.7716.1216.120.000.0095th-Percentile Queue Length [ft]
0.030.030.640.640.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.1111.220.007.560.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.000Volume to Capacity (v/c):
BLevel Of Service:
11.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 7: Garner Ln/Dwy 5
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 5Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
90251111168Total Analysis Volume [veh/h]
20633042Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
90251111168Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
901411113Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0023700155Base Volume Input [veh/h]
Dwy 5Garner LnGarner LnName
Volumes
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.38d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.150.320.00d_A, Approach Delay [s/veh]
0.780.7817.0617.060.000.0095th-Percentile Queue Length [ft]
0.030.030.680.680.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.1511.380.007.580.000.00d_M, Delay for Movement [s/veh]
0.010.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.264Volume to Capacity (v/c):
BLevel Of Service:
11.6Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
966141469198Total Analysis Volume [veh/h]
2413511249Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.85000.85000.85000.85000.85000.8500Peak Hour Factor
825120398168Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
005004Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
6.006.006.006.006.006.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
825115398164Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
10 Year Buildout AM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
4.90d_I, Intersection Delay [s/veh]
AABApproach LOS
0.450.0011.53d_A, Approach Delay [s/veh]
6.056.050.000.0027.7527.7595th-Percentile Queue Length [ft]
0.240.240.000.001.111.1195th-Percentile Queue Length [veh]
AAAABBMovement LOS
0.007.650.000.0010.6711.57d_M, Delay for Movement [s/veh]
0.000.000.000.000.010.26V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.764Volume to Capacity (v/c):
DLevel Of Service:
42.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
SignalizedControl Type:
Intersection 1: Hwy 99/Garner Ln
Intersection Level Of Service Report
YesYesYesYesCrosswalk
0.000.000.000.00Grade [%]
55.0055.0045.0045.00Speed [mph]
50.00100.0270.0165.0100.0320.0100.0100.0200.0100.0100.0200.0Pocket Length [ft]
101101001001No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach
Hwy 99Hwy 99Garner LnGarner LnName
Intersection Setup
0000Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
57790152798332749461612627680Total Analysis Volume [veh/h]
141974702086921140661920Total 15-Minute Volume [veh/h]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor
0.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.9800.980Peak Hour Factor
56774152738162699451582577478Total Hourly Volume [veh/h]
000000000000Right-Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
230000113080123824Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate
4.004.004.004.004.004.004.004.004.004.004.004.00Heavy Vehicles Percentage [%]
1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor
33774152738161569371581346654Base Volume Input [veh/h]
Hwy 99Hwy 99Garner LnGarner LnName
Volumes
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0000Bicycle Volume [bicycles/h]
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]
NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s]
0200020001900190Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s]
02922031240281802919Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]
03030030300303003030Maximum Green [s]
055055055055Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
061025047083Signal group
PermiPermiProtecPermiPermiProtecPermiPermiProtecPermiPermiProtecControl Type
Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
LeadGreenOffset Reference
0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
100Cycle Length [s]
-Signal Coordination Group
YesLocated in CBD
Intersection Settings
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
46.83389.621.23192.4274.0323.340.84207.74388.40101.9795th-Percentile Queue Length [ft]
1.8715.590.857.7010.9612.941.638.3115.544.0895th-Percentile Queue Length [veh]
26.01257.911.80107.4167.8205.722.69118.48256.9656.6550th-Percentile Queue Length [ft]
1.0410.320.474.306.718.230.914.7410.282.2750th-Percentile Queue Length [veh]
NoYesNoNoNoYesNoYesYesNoCritical Lane Group
CDECCECEEELane Group LOS
28.0350.1264.2720.9922.2664.7825.0462.0663.3059.61d, Delay for Lane Group [s/veh]
0.150.910.540.440.590.910.110.850.940.80X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.8015.1815.522.231.8025.220.1018.9226.5413.41d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.500.500.110.500.500.340.110.220.350.11k, delay calibration
27.2334.9448.7518.7620.4639.5624.9343.1336.7546.20d1, Uniform Delay [s]
388869286321416301490189361100c, Capacity [veh/h]
1398313115661398313115661598156614461566s, saturation flow rate [veh/h]
0.040.250.010.200.270.170.030.100.230.05(v / s)_i Volume / Saturation Flow Rate
0.280.280.020.450.450.190.310.120.250.06g / C, Green / Cycle
282824545193112256g_i, Effective Green Time [s]
2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]
RCLRCLCLCLLane Group
Lane Group Calculations
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
Movement, Approach, & Intersection Results
22.26 20.9964.78 64.27 28.0350.1225.0459.61 63.30d_M, Delay for Movement [s/veh]25.0463.30 62.06
C CE CEDCEMovement LOS E CEE
30.41 48.91d_A, Approach Delay [s/veh]52.6362.59
C DApproach LOS E D
42.28d_I, Intersection Delay [s/veh]
DIntersection LOS
0.764Intersection V/C
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.003Volume to Capacity (v/c):
BLevel Of Service:
14.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 2: Garner Lane/Dwy 1
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightThruRightLeftThruLeftTurning Movement
Lane Configuration
NorthwestboundSouthwestboundSouthboundApproach
Garner LnDwy 1Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
137619133718Total Analysis Volume [veh/h]
09450845Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
137619133718Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
113619112618Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0240002110Base Volume Input [veh/h]
Garner LnDwy 1Garner LnName
Volumes
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.48d_I, Intersection Delay [s/veh]
ABAApproach LOS
0.0010.770.41d_A, Approach Delay [s/veh]
0.000.002.402.4031.8231.8295th-Percentile Queue Length [ft]
0.000.000.100.101.271.2795th-Percentile Queue Length [veh]
AABBAAMovement LOS
0.000.0010.5514.860.008.09d_M, Delay for Movement [s/veh]
0.000.000.030.000.000.02V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.008Volume to Capacity (v/c):
BLevel Of Service:
14.9Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 3: Garner Lane/Dwy 2
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0030.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightLeftRightThruTurning Movement
Lane Configuration
SoutheastboundSouthwestboundNorthboundApproach
Garner LnDwy 2Garner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
292465033327Total Analysis Volume [veh/h]
7312131182Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
292465033327Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
8146503387Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
2110000240Base Volume Input [veh/h]
Garner LnDwy 2Garner LnName
Volumes
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
1.30d_I, Intersection Delay [s/veh]
ABAApproach LOS
1.0910.750.00d_A, Approach Delay [s/veh]
28.1528.156.336.330.000.0095th-Percentile Queue Length [ft]
1.131.130.250.250.000.0095th-Percentile Queue Length [veh]
AABBAAMovement LOS
0.008.0410.5014.900.000.00d_M, Delay for Movement [s/veh]
0.000.040.070.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeStopFreePriority Scheme
Intersection Settings
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.005Volume to Capacity (v/c):
BLevel Of Service:
13.4Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 4: Garner Lane/Dwy 3
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 3Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
302266282299Total Analysis Volume [veh/h]
81677175Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
302266282299Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
3025528259Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0021100240Base Volume Input [veh/h]
Dwy 3Garner LnGarner LnName
Volumes
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.88d_I, Intersection Delay [s/veh]
BAAApproach LOS
10.320.750.00d_A, Approach Delay [s/veh]
3.543.5422.6622.660.000.0095th-Percentile Queue Length [ft]
0.140.140.910.910.000.0095th-Percentile Queue Length [veh]
BBAAAAMovement LOS
10.1113.450.007.920.000.00d_M, Delay for Movement [s/veh]
0.040.000.000.020.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
12.7Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 5: Garner Ln/Dwy 4
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 4Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
191251171282Total Analysis Volume [veh/h]
50634071Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
191251171282Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1914017142Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0021100240Base Volume Input [veh/h]
Dwy 4Garner LnGarner LnName
Volumes
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.59d_I, Intersection Delay [s/veh]
BAAApproach LOS
10.040.500.00d_A, Approach Delay [s/veh]
2.102.1019.7519.750.000.0095th-Percentile Queue Length [ft]
0.080.080.790.790.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.9012.680.007.850.000.00d_M, Delay for Movement [s/veh]
0.030.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
12.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 6: Garner Ln/Dwy 6
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 6Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
191218171247Total Analysis Volume [veh/h]
50554062Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
191218171247Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
19171717Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0021100240Base Volume Input [veh/h]
Dwy 6Garner LnGarner LnName
Volumes
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.65d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.790.560.00d_A, Approach Delay [s/veh]
1.991.9916.2016.200.000.0095th-Percentile Queue Length [ft]
0.080.080.650.650.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.6712.010.007.770.000.00d_M, Delay for Movement [s/veh]
0.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.002Volume to Capacity (v/c):
BLevel Of Service:
12.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 7: Garner Ln/Dwy 5
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Dwy 5Garner LnGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
191234171265Total Analysis Volume [veh/h]
50594066Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
191234171265Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
1912317125Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
2.002.002.002.002.002.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
0021100240Base Volume Input [veh/h]
Dwy 5Garner LnGarner LnName
Volumes
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
0.62d_I, Intersection Delay [s/veh]
AAAApproach LOS
9.910.530.00d_A, Approach Delay [s/veh]
2.052.0517.8817.880.000.0095th-Percentile Queue Length [ft]
0.080.080.720.720.000.0095th-Percentile Queue Length [veh]
ABAAAAMovement LOS
9.7912.340.007.810.000.00d_M, Delay for Movement [s/veh]
0.020.000.000.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
0.144Volume to Capacity (v/c):
BLevel Of Service:
10.3Delay (sec / veh):
15 minutesAnalysis Period:
HCM 2010Analysis Method:
Two-way stopControl Type:
Intersection 8: Esplanade/Garner Ln
Intersection Level Of Service Report
NoNoNoCrosswalk
0.000.000.00Grade [%]
45.0045.0045.00Speed [mph]
100.00100.00100.00100.00100.00100.00Pocket Length [ft]
000000No. of Lanes in Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightThruTurning Movement
Lane Configuration
SoutheastboundNorthwestboundSouthboundApproach
EsplanadeEsplanadeGarner LnName
Intersection Setup
000Pedestrian Volume [ped/h]
860131522114Total Analysis Volume [veh/h]
2203313128Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
0.96000.96000.96000.96000.96000.9600Peak Hour Factor
830126502109Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
008008Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.001.001.001.001.001.00Growth Rate
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor
830118502101Base Volume Input [veh/h]
EsplanadeEsplanadeGarner LnName
Volumes
10 Year Buildout PM LOS
Courtesy Auto TIA
Version 4.00-05
Generated with
BIntersection LOS
3.11d_I, Intersection Delay [s/veh]
AABApproach LOS
0.000.0010.33d_A, Approach Delay [s/veh]
0.000.000.000.0012.8012.8095th-Percentile Queue Length [ft]
0.000.000.000.000.510.5195th-Percentile Queue Length [veh]
AAAAABMovement LOS
0.007.560.000.009.6110.34d_M, Delay for Movement [s/veh]
0.000.000.000.000.000.14V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings